Veselin DobrevandKenny Weiss
c3dbd8041b
This commit based to a large extend on PR #1401. Co-authored-by: Kenny Weiss <kennyweiss@users.noreply.github.com>
204 lines
6.8 KiB
C++
204 lines
6.8 KiB
C++
// MFEM Example 30
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//
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// Compile with: make ex30
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//
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// Sample runs: ex30 -m ../data/square-disc.mesh -o 1
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// ex30 -m ../data/square-disc.mesh -o 2
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// ex30 -m ../data/square-disc.mesh -o 2 -me 1e+4
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// ex30 -m ../data/square-disc-nurbs.mesh -o 2
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// ex30 -m ../data/star.mesh -o 2 -eo 4
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// ex30 -m ../data/fichera.mesh -o 2 -me 1e+5 -e 5e-2
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// ex30 -m ../data/disc-nurbs.mesh -o 2
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// ex30 -m ../data/ball-nurbs.mesh -o 2 -eo 3 -e 5e-2 -me 1e+5
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// ex30 -m ../data/star-surf.mesh -o 2
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// ex30 -m ../data/square-disc-surf.mesh -o 2
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// ex30 -m ../data/amr-quad.mesh -l 2
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//
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// Description: This is an example of adaptive mesh refinement preprocessing
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// which lowers the data oscillation [1] to a user-defined
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// relative threshold. There is no PDE being solved.
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//
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// MFEM's capability to work with both conforming and
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// nonconforming meshes is demonstrated in example 6. In some
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// problems, the material data or loading data is not sufficiently
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// resolved on the initial mesh. This missing fine scale data
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// reduces the accuracy of the solution as well as the accuracy of
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// some local error estimators. By preprocessing the mesh before
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// solving the PDE, many issues can be avoided.
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//
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// [1] Morin, P., Nochetto, R. H., & Siebert, K. G. (2000). Data
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// oscillation and convergence of adaptive FEM. SIAM Journal
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// on Numerical Analysis, 38(2), 466-488.
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//
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// [2] Mitchell, W. F. (2013). A collection of 2D elliptic
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// problems for testing adaptive grid refinement algorithms.
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// Applied mathematics and computation, 220, 350-364.
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#include "mfem.hpp"
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#include <fstream>
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#include <iostream>
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using namespace std;
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using namespace mfem;
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// Piecewise-affine function which is sometimes mesh-conforming
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double affine_function(const Vector &p)
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{
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double x = p(0), y = p(1);
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if (x < 0.0)
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{
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return 1.0 + x + y;
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}
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else
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{
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return 1.0;
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}
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}
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// Piecewise-constant function which is never mesh-conforming
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double jump_function(const Vector &p)
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{
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if (p.Normlp(2.0) > 0.4 && p.Normlp(2.0) < 0.6)
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{
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return 1.0;
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}
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else
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{
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return 5.0;
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}
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}
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// Singular function derived from the Laplacian of the "steep wavefront" problem
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// in [2].
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double singular_function(const Vector &p)
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{
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double x = p(0), y = p(1);
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double alpha = 1000.0;
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double xc = 0.75, yc = 0.5;
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double r0 = 0.7;
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double r = sqrt(pow(x - xc,2.0) + pow(y - yc,2.0));
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double num = - ( alpha - pow(alpha,3) * (pow(r,2) - pow(r0,2)) );
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double denom = pow(r * ( pow(alpha,2) * pow(r0,2) + pow(alpha,2) * pow(r,2) \
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- 2 * pow(alpha,2) * r0 * r + 1.0 ),2);
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denom = max(denom,1e-8);
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return num / denom;
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}
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int main(int argc, char *argv[])
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{
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// 1. Parse command-line options.
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const char *mesh_file = "../data/star.mesh";
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int order = 1;
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int nc_limit = 1;
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int max_elems = 100*1000;
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double double_max_elems = double(max_elems);
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bool visualization = true;
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double osc_threshold = 1e-3;
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int enriched_order = 5;
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OptionsParser args(argc, argv);
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args.AddOption(&mesh_file, "-m", "--mesh",
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"Mesh file to use.");
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args.AddOption(&order, "-o", "--order",
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"Finite element order (polynomial degree).");
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args.AddOption(&nc_limit, "-l", "--nc-limit",
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"Maximum level of hanging nodes.");
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args.AddOption(&double_max_elems, "-me", "--max-elems",
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"Stop after reaching this many elements.");
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args.AddOption(&osc_threshold, "-e", "--error",
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"relative data oscillation threshold.");
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args.AddOption(&enriched_order, "-eo", "--enriched_order",
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"Enriched quadrature order.");
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args.AddOption(&visualization, "-vis", "--visualization", "-no-vis",
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"--no-visualization",
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"Enable or disable GLVis visualization.");
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args.Parse();
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if (!args.Good())
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{
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args.PrintUsage(cout);
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return 1;
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}
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args.PrintOptions(cout);
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max_elems = int(double_max_elems);
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Mesh mesh(mesh_file, 1, 1);
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// 2. Since a NURBS mesh can currently only be refined uniformly, we need to
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// convert it to a piecewise-polynomial curved mesh. First we refine the
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// NURBS mesh a bit and then project the curvature to quadratic Nodes.
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if (mesh.NURBSext)
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{
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for (int i = 0; i < 2; i++)
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{
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mesh.UniformRefinement();
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}
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mesh.SetCurvature(2);
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}
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// 3. Define functions and refiner.
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FunctionCoefficient affine_coeff(affine_function);
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FunctionCoefficient jump_coeff(jump_function);
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FunctionCoefficient singular_coeff(singular_function);
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CoefficientRefiner coeffrefiner(affine_coeff, order);
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// 4. Connect to GLVis.
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char vishost[] = "localhost";
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int visport = 19916;
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socketstream sol_sock;
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if (visualization)
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{
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sol_sock.open(vishost, visport);
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}
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// 5. Define custom integration rule (optional).
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const IntegrationRule *irs[Geometry::NumGeom];
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int order_quad = 2*order + enriched_order;
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for (int i = 0; i < Geometry::NumGeom; ++i)
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{
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irs[i] = &(IntRules.Get(i, order_quad));
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}
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// 6. Apply custom refiner settings.
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coeffrefiner.SetIntRule(irs);
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coeffrefiner.SetMaxElements(max_elems);
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coeffrefiner.SetThreshold(osc_threshold);
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coeffrefiner.SetNCLimit(nc_limit);
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coeffrefiner.PrintWarnings();
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// 7. Preprocess mesh to control osc (piecewise-affine function). This is
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// mostly just a verification check. The oscillation should be zero if the
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// function is mesh-conforming and order > 0.
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coeffrefiner.PreprocessMesh(mesh);
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mfem::out << "\n";
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mfem::out << "Function 0 (affine) \n";
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mfem::out << "Number of Elements " << mesh.GetNE() << "\n";
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mfem::out << "Osc error " << coeffrefiner.GetOsc() << "\n";
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// 8. Preprocess mesh to control osc (jump function).
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coeffrefiner.ResetCoefficient(jump_coeff);
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coeffrefiner.PreprocessMesh(mesh);
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mfem::out << "\n";
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mfem::out << "Function 1 (discontinuous) \n";
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mfem::out << "Number of Elements " << mesh.GetNE() << "\n";
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mfem::out << "Osc error " << coeffrefiner.GetOsc() << "\n";
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// 9. Preprocess mesh to control osc (singular function).
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coeffrefiner.ResetCoefficient(singular_coeff);
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coeffrefiner.PreprocessMesh(mesh);
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mfem::out << "\n";
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mfem::out << "Function 2 (singular) \n";
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mfem::out << "Number of Elements " << mesh.GetNE() << "\n";
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mfem::out << "Osc error " << coeffrefiner.GetOsc() << "\n";
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if (visualization)
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{
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sol_sock.precision(8);
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sol_sock << "mesh\n" << mesh << flush;
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}
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return 0;
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}
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